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Chapter 3 Dynamic Identification Techniques for the Vulnerability Analysis of Glass Soft Targets: On-site Vibration Experiments and Numerical Simulations on a Glazed Footbridge

机译:第三章玻璃软目标易损性分析的动态识别技术:玻璃天桥的现场振动实验和数值模拟

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The use of glass in buildings as load-bearing material showed an exponential increase. Although it represents a relatively new solution for constructions, requiring appropriate design knowledge, glass is frequently used for facades, roofs, footbridges, etc. Deep care should be certainly spent at the design stage - to ensure reliable fail-safe requirements - but also during the life-time of glass structures. The brittle behaviour and limited tensile resistance of material, in addition to the high flexibility of glass assemblies, are responsible of major issues for structural engineers. Further criticalities are represented by time and ambient effects, or extreme loads. The vulnerability assessment of glass structures is hence an open topic, still requiring huge efforts. A combination of multiple aspects should be properly assessed to ensure appropriate protection and mitigation, especially for glazed soft targets. In this paper, dynamic identification methods are used for an in-service glass footbridge. On-site vibration experiments are discussed, including Finite Element numerical analyses, so as to explore the footbridge dynamic performance and assess its vulnerability.
机译:在建筑物中使用玻璃作为承重材料显示出指数级增长。尽管它是一种相对较新的建筑解决方案,需要适当的设计知识,但玻璃经常用于外墙,屋顶,人行天桥等。在设计阶段一定要进行深度维护-以确保可靠的故障安全要求-而且在安装过程中玻璃结构的使用寿命。除了玻璃组件的高柔韧性外,材料的脆性和有限的抗拉强度也是结构工程师面临的主要问题。时间和环境影响或极端负载代表了更多的临界条件。因此,玻璃结构的脆弱性评估是一个开放的话题,仍然需要付出巨大的努力。应适当评估多个方面的组合,以确保适当的保护和缓解,尤其是对玻璃软目标。在本文中,动态识别方法用于在役玻璃人行天桥。讨论了现场振动实验,包括有限元数值分析,以探索人行桥的动态性能并评估其脆弱性。

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